Bridge Statistics for Brooklyn, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 154ft / 47.1mTotal length
- $207,000Total costs
- 624,950Total average daily traffic
- 36,217Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brooklyn
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11940-1949
- 11950-1959
- 11960-1969
- 101980-1989
- 12010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 18.2%Very good
- 18.2%Good
- 36.4%Satisfactory
- 9.1%Fair
- 18.2%Poor
- Bridge Condition - Substructure
- 27.3%Very good
- 18.2%Good
- 18.2%Satisfactory
- 18.2%Fair
- 18.2%Poor
- Bridge Condition - Channel
- 25.0%Good
- 25.0%Satisfactory
- 37.5%Fair
- 12.5%Poor
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Structure Number: 1802321, Location: .14 MI E OF TIEDEMAN (Lat: 41.418400, Lng: -81.755311), Route carried "on" structure: State highway 17, Year Built: 2013, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 14,013 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 19,450 (year 2035), Design Load: HS 25 or greater, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.551, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1802321, Location: .14 MI E OF TIEDEMAN (Lat: 41.418400, Lng: -81.755311), Route carried "on" structure: State highway 17, Year Built: 2013, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 14,013 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 19,450 (year 2035), Design Load: HS 25 or greater, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.551, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1812939, Location: 1.93 MI. W. OF JCT. US-42 (Lat: 41.425661, Lng: -81.761111), Route carried "on" structure: County highway C0200, Year Built: 1985, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 18,558 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 25,759 (year 2035), Design Load: HS 20+Mod, Features Intersected: IR-480 (TIEDEMAN), Facility Carried by Structure: TIEDEMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.843, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1812939, Location: 1.93 MI. W. OF JCT. US-42 (Lat: 41.425661, Lng: -81.761111), Route carried "on" structure: County highway C0200, Year Built: 1985, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 18,558 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 25,759 (year 2035), Design Load: HS 20+Mod, Features Intersected: IR-480 (TIEDEMAN), Facility Carried by Structure: TIEDEMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.843, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1812947, Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.425319, Lng: -81.760100), Route carried "on" structure: Ramp Interstate 480, Year Built: 1985, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 10,040 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 13,936 (year 2020), Design Load: HS 20+Mod, Features Intersected: ENTRNCE RAMP OV BIG CREE, Facility Carried by Structure: RAMP EN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1812947, Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.425319, Lng: -81.760100), Route carried "on" structure: Ramp Interstate 480, Year Built: 1985, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 10,040 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 13,936 (year 2020), Design Load: HS 20+Mod, Features Intersected: ENTRNCE RAMP OV BIG CREE, Facility Carried by Structure: RAMP EN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1812955, Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.426050, Lng: -81.759881), Route carried "on" structure: Interstate 480, Year Built: 1985, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 112,886 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 156,686 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 45.6m (149.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1812955, Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.426050, Lng: -81.759881), Route carried "on" structure: Interstate 480, Year Built: 1985, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 112,886 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 156,686 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 45.6m (149.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1812963, Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.426539, Lng: -81.759331), Route carried "on" structure: Ramp Interstate 480, Year Built: 1985, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 8,480 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 11,770 (year 2020), Design Load: HS 20+Mod, Features Intersected: EXIT RAMP OVER BIG CREEK, Facility Carried by Structure: RAMP EX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1812963, Location: 1.85 MI. W. OF JCT. US-42 (Lat: 41.426539, Lng: -81.759331), Route carried "on" structure: Ramp Interstate 480, Year Built: 1985, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 8,480 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 11,770 (year 2020), Design Load: HS 20+Mod, Features Intersected: EXIT RAMP OVER BIG CREEK, Facility Carried by Structure: RAMP EX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1812971, Location: 1.39 MI. W. OF JCT. US-42 (Lat: 41.424300, Lng: -81.751111), Route carried "on" structure: City street CITY, Year Built: 1985, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 181,904 (year 2022), Design Load: HS 20+Mod, Features Intersected: IR 480, Facility Carried by Structure: SOUTHWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1812971, Location: 1.39 MI. W. OF JCT. US-42 (Lat: 41.424300, Lng: -81.751111), Route carried "on" structure: City street CITY, Year Built: 1985, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 181,904 (year 2022), Design Load: HS 20+Mod, Features Intersected: IR 480, Facility Carried by Structure: SOUTHWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1812998, Location: .83 MI. W. OF JCT. US-42 (Lat: 41.422539, Lng: -81.740719), Route carried "on" structure: City street CITY, Year Built: 1985, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 181,904 (year 2022), Design Load: HS 20+Mod, Features Intersected: I-480, Facility Carried by Structure: IDLEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1812998, Location: .83 MI. W. OF JCT. US-42 (Lat: 41.422539, Lng: -81.740719), Route carried "on" structure: City street CITY, Year Built: 1985, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 181,904 (year 2022), Design Load: HS 20+Mod, Features Intersected: I-480, Facility Carried by Structure: IDLEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830244, Location: 3630 FT SE OF BELLAIRE RD (Lat: 41.440311, Lng: -81.758650), Route carried "on" structure: County highway 119, Year Built: 1928, Year Reconstructed: 1980, Status: Posted for load, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 11,781 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 16,352 (year 2035), Design Load: HS 20, Features Intersected: CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830244, Location: 3630 FT SE OF BELLAIRE RD (Lat: 41.440311, Lng: -81.758650), Route carried "on" structure: County highway 119, Year Built: 1928, Year Reconstructed: 1980, Status: Posted for load, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 11,781 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 16,352 (year 2035), Design Load: HS 20, Features Intersected: CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830252, Location: 945' EAST OF TIEDEMAN RD (Lat: 41.440150, Lng: -81.752319), Route carried "on" structure: County highway 119, Year Built: 1929, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 11,781 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 16,352 (year 2035), Design Load: H 15, Features Intersected: COUNTRYMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $207,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830252, Location: 945' EAST OF TIEDEMAN RD (Lat: 41.440150, Lng: -81.752319), Route carried "on" structure: County highway 119, Year Built: 1929, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 11,781 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 16,352 (year 2035), Design Load: H 15, Features Intersected: COUNTRYMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $207,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1831887, Location: 355' EAST OF TIEDEMAN RD (Lat: 41.430289, Lng: -81.761931), Route carried "on" structure: County highway 135, Year Built: 1951, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 9,114 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,650 (year 2035), Design Load: H 15, Features Intersected: COUNTRYMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 1831887, Location: 355' EAST OF TIEDEMAN RD (Lat: 41.430289, Lng: -81.761931), Route carried "on" structure: County highway 135, Year Built: 1951, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 9,114 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,650 (year 2035), Design Load: H 15, Features Intersected: COUNTRYMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 1831895, Location: 1300' E OF RIDGE ROAD (Lat: 41.430211, Lng: -81.731161), Route carried "on" structure: County highway 135, Year Built: 1962, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,114 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,650 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST BR BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1831895, Location: 1300' E OF RIDGE ROAD (Lat: 41.430211, Lng: -81.731161), Route carried "on" structure: County highway 135, Year Built: 1962, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,114 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 12,650 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST BR BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1890352, Location: 500 ft. E. of Valley Pkwy (Lat: 41.363811, Lng: -81.854269), Route carried "on" structure: Other road CMP, Year Built: 1942, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,000 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 6,940 (year 2015), Features Intersected: Baldwin Creek, Facility Carried by Structure: North Quarry Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1890352, Location: 500 ft. E. of Valley Pkwy (Lat: 41.363811, Lng: -81.854269), Route carried "on" structure: Other road CMP, Year Built: 1942, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,000 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 6,940 (year 2015), Features Intersected: Baldwin Creek, Facility Carried by Structure: North Quarry Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1812939, Location: 1.93 MI. W. OF JCT. US-42 (Lat: 41.425661, Lng: -81.761111), Route carried "under" structure: Interstate 480, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 127,782 (year 2016), Truck Traffic: 8%, Features Intersected: CR-200 (TIEDEMAN RD), Facility Carried by Structure: TIEDEMAN RD
Minimum Vertical Clearance: 5.47m (17.95ft), Kilometerpoint: 18.689, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 1812939, Location: 1.93 MI. W. OF JCT. US-42 (Lat: 41.425661, Lng: -81.761111), Route carried "under" structure: Interstate 480, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 127,782 (year 2016), Truck Traffic: 8%, Features Intersected: CR-200 (TIEDEMAN RD), Facility Carried by Structure: TIEDEMAN RD
Minimum Vertical Clearance: 5.47m (17.95ft), Kilometerpoint: 18.689, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 1812971, Location: 1.39 MI. W. OF JCT. US-42 (Lat: 41.424300, Lng: -81.751111), Route carried "under" structure: Interstate 480, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 131,055 (year 2015), Truck Traffic: 5%, Features Intersected: SOUTHWOOD DRIVE, Facility Carried by Structure: SOUTHWOOD DRIVE
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 19.570, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: 1812971, Location: 1.39 MI. W. OF JCT. US-42 (Lat: 41.424300, Lng: -81.751111), Route carried "under" structure: Interstate 480, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 131,055 (year 2015), Truck Traffic: 5%, Features Intersected: SOUTHWOOD DRIVE, Facility Carried by Structure: SOUTHWOOD DRIVE
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 19.570, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft)
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Structure Number: 1812998, Location: .83 MI. W. OF JCT. US-42 (Lat: 41.422539, Lng: -81.740719), Route carried "under" structure: Interstate 480, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 131,055 (year 2015), Truck Traffic: 5%, Features Intersected: IDLEWOOD DRIVE, Facility Carried by Structure: IDLEWOOD DRIVE
Minimum Vertical Clearance: 5.75m (18.86ft), Kilometerpoint: 20.471, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
Structure Number: 1812998, Location: .83 MI. W. OF JCT. US-42 (Lat: 41.422539, Lng: -81.740719), Route carried "under" structure: Interstate 480, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 131,055 (year 2015), Truck Traffic: 5%, Features Intersected: IDLEWOOD DRIVE, Facility Carried by Structure: IDLEWOOD DRIVE
Minimum Vertical Clearance: 5.75m (18.86ft), Kilometerpoint: 20.471, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
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Structure Number: 1813005, Location: .51 MI. W. OF JCT. US-42 (Lat: 41.421939, Lng: -81.734331), Route carried "under" structure: County highway 10, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 22,291 (year 2015), Truck Traffic: 7%, Features Intersected: I-480 (1303), Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.016, Lanes on structure: 8, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1813005, Location: .51 MI. W. OF JCT. US-42 (Lat: 41.421939, Lng: -81.734331), Route carried "under" structure: County highway 10, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 22,291 (year 2015), Truck Traffic: 7%, Features Intersected: I-480 (1303), Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.016, Lanes on structure: 8, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)